The cross-sectional dimensions of the beam shown in the figure are a - 4.4 in, b- 5.9 in., d - 4.8 in., and t- 0.31 in. The internal bending moment about the z centroidal axis is M, = -4.35 kip-ft. Determine (a) the maximum tension bending stress (a positive number in the beam. (b) the maximum compression bending stress (a negative number) in the beam. (Тур.) a Answers: (a) OmaxT= psi (b) OmexC= psi

Structural Analysis
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Chapter2: Loads On Structures
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The cross-sectional dimensions of the beam shown in the figure are a - 4.4 in, b- 5.9 in., d - 4.8 in., and t- 0.31 in. The internal
bending moment about the z centroidal axis is M, = -4.35 kip-ft.
Determine
(a) the maximum tension bending stress (a positive number) in the beam.
(b) the maximum compression bending stress (a negative number) in the beam.
(Тур.)
a
Answers:
(a) OmaxT
psi
(b) OmexC=
psi
Transcribed Image Text:The cross-sectional dimensions of the beam shown in the figure are a - 4.4 in, b- 5.9 in., d - 4.8 in., and t- 0.31 in. The internal bending moment about the z centroidal axis is M, = -4.35 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam. (Тур.) a Answers: (a) OmaxT psi (b) OmexC= psi
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